改写句子,原意不变.用英文 Rousakis et al.(2007) also presented an analytical stress-plastic strain model as a strain-hardening-softening Drucker–Prager constitutive model for the assessment and calibration of the elastoplastic behaviour o

改写句子,原意不变.用英文 Rousakis et al.(2007) also presented an analytical stress-plastic strain model as a strain-hardening-softening Drucker–Prager constitutive model for the assessment and calibration of the elastoplastic behaviour o
改写句子,原意不变.用英文
Rousakis et al.(2007) also presented an analytical stress-plastic strain model as a strain-hardening-softening Drucker–Prager constitutive model for the assessment and calibration of the elastoplastic behaviour of FRP-confined concrete,involving evaluation of permanent deformations from observed experimental deformations and theoretical elastic response of confined concrete.The satisfactory predictive ability of the model is verified through comparisons to numerous published experimental data and analytical models.

改写句子,原意不变.用英文 Rousakis et al.(2007) also presented an analytical stress-plastic strain model as a strain-hardening-softening Drucker–Prager constitutive model for the assessment and calibration of the elastoplastic behaviour o
Rousakis et al.(2007) also reported a strain-hardening-softening Drucker–Prager constitutive model to evaluate and calibrate of the elastoplastic behaviour of FRP-confined concrete.Numerous published experimental data and analytical models have proved the outstanding predictive ability of this model in assessing of permanent deformations from observed experimental deformations and theoretical elastic response of confined concrete.
哥们,变相引用大篇幅文献可以,可千万别那啥呀

An analytical stress-plastic strain model is also introduced by Rousakis et al. (2007) as a strain-hardening-softening Drucker-Prager constitutive model to assess and calibrate the elastoplastic behav...

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An analytical stress-plastic strain model is also introduced by Rousakis et al. (2007) as a strain-hardening-softening Drucker-Prager constitutive model to assess and calibrate the elastoplastic behaviour of FRP-confined concrete, the process requires the assessment of constant deformations from the response of confined concrete from experimental deformations and theoretical elastic through observation.The model's satisfactory reliable ability is verified by drawing comparison from the numerous published experimental data and analytical models.

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